EP2829657B1 - Joint de dilatation et de contraction pour des surfaces de voies de circulation en béton - Google Patents

Joint de dilatation et de contraction pour des surfaces de voies de circulation en béton Download PDF

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Publication number
EP2829657B1
EP2829657B1 EP14177431.5A EP14177431A EP2829657B1 EP 2829657 B1 EP2829657 B1 EP 2829657B1 EP 14177431 A EP14177431 A EP 14177431A EP 2829657 B1 EP2829657 B1 EP 2829657B1
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EP
European Patent Office
Prior art keywords
leg
joint
central
concrete
set according
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
EP14177431.5A
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German (de)
English (en)
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EP2829657A1 (fr
Inventor
Jan-Steffen Kastorff
Dietrich Poburski
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Poburski Futura GmbH
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Poburski Futura GmbH
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Priority claimed from DE201320103285 external-priority patent/DE202013103285U1/de
Priority claimed from DE102013107817.6A external-priority patent/DE102013107817A1/de
Application filed by Poburski Futura GmbH filed Critical Poburski Futura GmbH
Publication of EP2829657A1 publication Critical patent/EP2829657A1/fr
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Publication of EP2829657B1 publication Critical patent/EP2829657B1/fr
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Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00—Details of pavings
    • E01C11/02—Arrangement or construction of joints; Methods of making joints; Packing for joints
    • E01C11/04—Arrangement or construction of joints; Methods of making joints; Packing for joints for cement concrete paving
    • E01C11/12—Packing of metal and plastic or elastic materials
    • E01C11/126—Joints with only metal and prefabricated packing or filling

Definitions

  • the invention relates to a set for joint construction for trafficable concrete surfaces of concrete slabs, which are produced on site, with simultaneouslyzargen for the enclosure of adjacent concrete slabs, each having a specific for covering the vertical end faces of the concrete slabs, substantially vertically oriented central leg, the top in a horizontally angled upper end leg and down into a likewise horizontally angled lower Aufstandsschenkel.
  • the invention comprises navigable traffic areas made of locally produced concrete slabs and in particular a device for bridging and forming dilatation and contraction joints in order to dissipate the resulting stresses by thermal deformation in the concrete covering and thereby avoid damage such as cracks and flaking.
  • the peculiarity consists of the multifunction of relatively thin closing frames that encircle the concrete slabs.
  • Such joints constructions are required for trafficable concrete pavement surfaces, for example, roads, airfields, aprons, terraces, roofs and especially for parking decks on roofs. Since the traffic areas are exposed to the weather, in particular extreme temperatures of + 60 ° C to -30 ° C especially on the surfaces in summer and in winter, measures must be taken to compensate thermally induced changes in length. In particular, when the concrete slabs are made on thermally insulated and sealed roof surfaces, they must be able to expand and contract independently without transferring stress to the underlying seal. For this purpose, between the concrete slabs circumferentially arranged dilatation and Contraction joints provided.
  • joint chambers must be closed elastically, so that no sand, dirt, water or snow can penetrate, which could hinder a tension-free deformation of the concrete slabs and can lead to cracks and flaking. It is therefore necessary to permanently and safely close these joint chambers with an elastic material.
  • Object of the present invention is to improve a joint construction of the type mentioned above for drivable traffic areas made of concrete slabs, so that at low cost production a long service life is guaranteed and as possible no maintenance costs.
  • the solution according to the invention is that the closing frames are provided in the upper region of the central leg near the drivable surface of the concrete slab, each with a horizontal, lateral claw groove, the open sides of the claw grooves of adjacent concrete slabs opposite to each other at the distance of the joint width provided between the concrete slabs joint chamber , and that the joint chamber is covered by an expansion joint profile seal in the form of a hollow chamber profile made of elastic material substantially flush with the drivable surface of the upper end leg of the concrete slabs, wherein the expansion joint profile seal projects down into the region of the claw grooves and laterally projecting anchoring lips which in engage the claw grooves. As a result, it is permanently secured in their position.
  • the claw grooves according to the invention are formed in a simple and cost-effective manner in the fashionzargen.
  • the expansion joint profile gasket is produced as an extruded profile in a simple manner and inexpensively as an endless strand and prefabricated for the object-specific use in the factory to the concrete slab size and delivered to the site.
  • the expansion joint profile seal is pressed in a simple manner from above into the joint chambers, wherein the hollow chamber profile reducing the width of the profile sealing strand by lateral Squeezing allows, so that the laterally projecting anchoring lips are first pressed together so far that they fit into the narrow joint chamber inside to expand laterally when reaching the claw grooves laterally into the claw grooves and dig.
  • the expansion joint profile seal is completely securely anchored in the claw grooves of theinzargen within the joint chamber and it remains even under extreme stress by moving vehicles or by different weather conditions.
  • This joint construction can now work as a dilatation and contraction joint, that is, the joint chamber can be narrower or wider, without the expansion joint profile seal is too loosened or excessively squeezed, because the hollow chamber profile allows large strains and compressions and always remains safe through the lateral anchoring lips anchored in the claw grooves.
  • the invention therefore ensures that no dirt, sand or other debris can penetrate into the joint chambers and cause damage there, for example by filling the joint chamber with material which restricts or prevents the expansion of the concrete slabs and would then lead to deformations and damage to the concrete slabs ,
  • the introduction of the expansion joint profile gasket requires no complex means or steps and can therefore be carried out very inexpensively.
  • To introduce the expansion joint profile seal in the joint chamber thus requires only a small force.
  • the expansion joint profile seal is compressed laterally so that it can be inserted into the joint chamber.
  • the lower sloping leg is adapted to the sloping surface of the lateral anchoring lip of the expansion joint profile seal, so that the anchoring lips can slide unhindered into the claw grooves and dig into it.
  • the upper leg of the claw grooves is aligned horizontally, so even with strong upward forces on the expansion joint profile seal no force components that compress the expansion joint profile seal and could affect their solid anchorage in the claw groove.
  • the meetzargen made of chrome-nickel steel or plastics. This measure protects them against corrosion in the long term. In addition, these materials facilitate the shaping of thebetweenzargen, in particular the formation of the claw groove according to the invention.
  • a concrete stop film is attached to the undersides of the lower horizontal uprising legs of the complicatzargen, which insulates emerging cavities on uneven roof surfaces and Lunken so that the liquid concrete can indeed flow into the cavities below the treads, but not in the expansion joint chamber to be kept clear.
  • the concrete stop film is preferably glued to the lower tread leg of the complicatzarge
  • a further advantageous embodiment of the invention provides that Zargeneck,e are arranged at the corners of the rectangular or square concrete slabs, which are formed by contzargen by miter cuts and notches. Except for the latter features, these Zargeneck,e do not differ from circuitzargen, which has bent at right angles.
  • the Zargeneck,e thus consist of a bent at right angles modified central leg and miter cuts each divided into two sections withschekel and Aufstandsschenkel, each meeting at right angles.
  • the Zargeneck,e are designed as well as the document.
  • the four ends of the central moldings are glued to the adjacent expansion joint gaskets.
  • the stability of the connection can be further improved by the central molding is provided at its ends with pins, which serve to connect the central molding with adjacent sealing gasket profile gaskets.
  • the invention also includes a configured according to the features described above, consisting of two such conversationzargen Zargenbauteil for a trafficable traffic area made of concrete, because the core of the invention manifests itself in the design of Zargenbaumaschinemaschine, especially in the Klauennuten.
  • the Zargenbauteil invention is characterized by the fact that two are initially connected as an assembly aid by means of plastic screws preferably made of polyamide firmly together, so that their central leg and the claw grooves are opposite, with inserted spacers guarantee the exact distance of the joint chamber.
  • the closing frames are thus connected together in a position that they later occupy in the trafficable traffic area, whereby they can be installed in the planned plate and joint grid assembly stable.
  • the Zargenbaumaschine be placed on site at the appropriate place and connected to each other.
  • suitable butt connectors are provided which provide a simple connection by snapping two Allow frame lengths. Only unevenness of the footprint must be compensated by underlying wedges.
  • the spacers consist of metal profiles. These are easy to produce with the required cross-section and to procure cost-effective.
  • the spacers can also be made of plastic.
  • the invention also includes prefabricated central crossing components, in which four Zargeneck GmbHe are connected to each other, so that their central leg and the Klauennuten face each other, with inserted spacers guarantee the distance of the joint chambers.
  • the central crossing components are delivered pre-assembled to the construction site and placed on the floor according to the dimensions of the concrete slabs to be cast.
  • the straight sides between the central crossing components are then filled with frame members which are adapted in length to the dimensions of the concrete slab, whereby concrete concrete frames are produced with liquid concrete.
  • the resulting formwork are poured with liquid concrete, making sure that no concrete gets into the joint chambers.
  • the spacers and the plastic screws can be pulled out of the joint chambers or cut out so that the joint chambers are then completely free of material which could impair their purpose.
  • the expansion joint profile seal is pressed from above into the joint chamber until it engages and is securely anchored.
  • the invention also includes a central molding, which corresponds in shape and function of the expansion joint profile seal. It is designed to accommodate the same deformation as the expansion joint profile seal.
  • the central molding is formed cross-shaped with four equal-length legs, the legs ensure a positive connection to adjacent expansion joints profile seals.
  • two stable pins were arranged at each of the four ends of the central molding, on which later the expansion joint profile seal can be pushed.
  • the blunt sides of the joint connection are each coated with a special adhesive, so that after attaching the expansion joint profile seal a firm and permanent connection between the molding and profile seal by means of plug connection and bonding is formed.
  • the central moldings are mounted in their intersection areas. Then the frames are placed on the insulation and sealing structure as well as the separating and sliding bearing located thereon and introduced the concrete, so that individual concrete deck plates arise. After curing of the concrete, the device for receiving the dilatation and contraction movements of the road surface is completely formed.
  • the joint chambers are sealed with expansion joint gaskets and connected the four ends of the central moldings with the adjacent strain profile gaskets.
  • FIG. 1 can be seen a section of a partially finished trafficable traffic surface concrete slabs 1, 2, 3 which are limited at their narrow sides 4, 5 with end frames 6, 7.
  • the cognitivezargen 6, 7 each consist of a central leg 8, at the top of a horizontally angled upper end leg 9 and below a likewise horizontally angled lower tread leg 10th followed.
  • the central leg 8 of the mustzargen 6, 7 have in the upper region 11 each have a claw groove 12, which consist of a horizontally oriented upper leg 13, a lower oblique leg 14 and a vertical leg 15.
  • the oblique leg 14 rises from the open side of the claw groove 12, starting at the vertical leg 15 towards.
  • Free edge regions 16 of the upper end legs 9 of the end frames 6, 7 are angled downwards and the non-angled portion of the upper end legs 9 is provided with vent holes 26.
  • Free edge regions 17 of the lower turf legs 10 of the end frames 6, 7 are angled upwards and on the undersides of the non-angled portions of the lower turf legs 10 each have a concrete stop sheet 18 is attached, preferably by gluing.
  • the concrete stop sheet 18 is guided loop-shaped, so that their free edge protrudes from the respective end frame 6, 7 in the horizontal direction.
  • the tellzargen 6, 7 are bent from chromium-nickel steel sheet, wherein the claw grooves 12 are formed. Between the consolidzargen 6, 7 of the concrete slabs 1, 2 is in each case a joint chamber 19, which extends over the entire side length 20 of each concrete slab 1, 2, 3 and even about 10 to 20 mm, in special cases to 40 mm wide. In the finished traffic area, the joint chambers 19 are each covered with a expansion joint profile seal 21 upwards and the joint chamber 19 is closed, the expansion joint profile seal 21 with the surface 22 of the concrete slabs 1, 2, 3 flush.
  • the expansion joint profile seal 21 is made of an elastic material, preferably EPDM and has the shape of a hollow chamber profile. These hollow chambers 23 allow compression of the expansion joint profile seal 21.
  • the expansion joint profile seal 21st also has in profile two laterally projecting anchoring lips 24 which engage with mounted expansion joint profile seal 21 in the claw grooves 12 and are firmly anchored there by positive locking.
  • the expansion joint profile seal 21 is designed arrow-shaped in section. Therefore, when pressed into the joint chamber 19, its tip 25 compresses the anchoring lips 24 so that they can slide through the narrow joint chamber 19 until they reach the claw grooves 12, into which they snap laterally when the expansion joint gasket 21 relaxes again.
  • the arrow-shaped beveled bottom of the expansion joint profile seal 21 nestles against the obliquely oriented oblique leg 14 of the claw groove 12, while the horizontally oriented upper leg 13 of the claw groove 12 prevents slipping out of the lateral anchoring lips 24 of the expansion joint profile seal 21 from the claw groove 12.
  • Zargenbauteil 27 consists of two wholly pronouncegen 6, 7, which by means of a spacer 28 (FIG. FIG. 4 ) are kept at a distance from each other and are connected to each other by means of plastic screws 29 as mounting aids.
  • the spacer 28 consists of a metal profile whose thickness corresponds exactly to the width 46 of the joint chamber 19.
  • the frame components 27 according to the invention are set up on site and connected to one another by means of butt joints 30.
  • the butt connectors 30 are also made of chromium-nickel steel sheet, which follows in profile the form of the Endzargen 6, 7 with central leg 8, upper end leg 9 and lower tread leg 10, wherein the modified upper connecting leg 31 and the modified lower connecting leg 32 of the butt connector 30th each have no angled wall area.
  • the connection between two on the same side of a joint chamber 19 abutting End frames is done in a simple manner by clipping a butt connector 30th
  • the Zargeneckstede 36 consist of a bent at right angles modified central leg 41 and by miter cuts each divided into two sections tail legs 42, 43 and tread pieces 44, 45, which meet each at right angles. Otherwise, the Zargeneckstede 36 are designed as well as the mecaniczargen 6, 7. In the central crossing components 40, the Zargeneckstede 36 are arranged so that their central leg 41 and the claw grooves 12 are opposite, being held by inserted spacers 28 at a distance of a joint chamber width 46.
  • central mold part 37 which corresponds in shape and function of the expansion joint profile seal 23. It consists of four cruciform arranged in each case the same length legs 38, the ends 39 are bonded to the adjacent expansion joint gaskets 23.
  • the ends 39 of the central molding 37 are provided with pins 34 which are inserted into corresponding hollow chambers of the adjacent gasket groove seals 21.
  • the central crossing components 40 are connected to the central moldings 37 as shown in FIG. 5 delivered pre-assembled to the construction site and according to the dimensions of the to be poured Concrete slabs 1, 2, 3 placed on the substructure 33 and the separating and sliding layer.
  • the central crossing components 40 are first positioned in the corner points of the traffic area to be produced, and the straight intermediate areas between the central crossing components 40 are filled with frame components 27 as centerpieces.
  • the size of the concrete slabs to be produced can be varied.
  • Zargenbaumaschinemaschine invention 27 and central crossing components 40 serve as a teaching for the concrete coverings, because they not only determine the width 46 of the joint chambers 19, but also provide an upper guide and fixed point for the concrete coverings. In addition, so the necessary compression energy can be passed into the introduced concrete.
  • the inventive arrangement of Zargenbaumaschine 27 and central crossing components 40 allows processing of the concrete surface with rotating rollers, Rüttelbohlen and large dish washers.
  • the lower Aufstandsschenkel 10 of the intozargen 6, 7 take over the function of a footprint, which can be placed on the substructure 33 and aligned. Any existing unevenness of the substructure 33 can be bridged by wedge documents.
  • the concrete stop sheet 18 prevents the concrete from penetrating into the expansion joint chamber 19. Existing air can escape through the vent holes 26 in the upper end legs 9 of the end frames 6, 7, so that the between the central leg 8 and angled wall portion 16 formed cavity can completely fill with concrete.
  • the plastic screws 29 are cut from polyamide and removed from the joint chambers 19, so that the expansion joints for dilatation and contraction of the concrete slabs 1, 2, 3 are available.
  • the invention ensures that the joint chambers 19 close exactly and evenly with the drivable surface 22, so that there is an overall aesthetic appearance.
  • the invention enables the easy and safe closing of dilatation and contraction joints, which serve between the concrete slabs to avoid mechanical stresses due to thermal deformation of the concrete slabs. In this way, cracks or chips on the concrete slabs are avoided.
  • they have the function of a shuttering when introducing the liquid concrete and on the other they provide the claw groove 12 according to the invention for the anchoring of the expansion joint profile seals 21 and 37 of the central molding.
  • the counselzargen 6, 7 can be made inexpensively and easily from relatively thin material.
  • the claw grooves 12 are formed.
  • the resonatezargen 6, 7 serve not only as concrete formwork, but also as a teaching for the concrete coverings by their visible tops are aligned both horizontally and vertically in a line, the upper guide and fixed points for casting forms the concrete coverings. This ensures a flat concrete surface even beyond the boundaries of the individual concrete slabs.
  • the joint constructions according to the invention using the end frames 6, 7 ensure that the necessary compaction energy can be introduced into the concrete by machining the concrete surfaces with rotating rolls, shaking planks and large dish washers.
  • the lower tread legs 10 of the end frames 6, 7 are based on the substructure 33, wherein any unevenness of the substructure 33 are compensated by means of wedge pads.
  • the joint chambers 19 are absolutely uniform, both in terms of the joint chamber width 46 and the other with respect to exactly aligned on the horizontal upper edge regions, which not only aesthetically pleasing appearance of the traffic area, but also a simple and secure insertion and anchoring of the expansion joint gaskets 21st and the central moldings 37 is ensured.
  • each concrete slab to be cast a frame which forms a solid unit so that all the dynamic requirements imposed on the frame during the casting of the liquid concrete and its compaction or further processing can be fulfilled.
  • the plastic screws 29 are severed, so that the joint chamber 19 is free and for dilatation or contraction movements of the concrete slabs 1, 2, 3 is available.
  • the joint chambers 19 are sealed by inserting expansion joint gaskets 21 against the ingress of dirt or sand or other materials that could prevent the dilatation or contraction of the concrete slabs 1, 2, 3.
  • the expansion joint profile seals 21 are simply pressed from above into the joint chambers 19 until the lateral anchoring lips 24 engage in the claw grooves 12 and anchor the respective hollow chamber seal securely and firmly.
  • the accordingly need continue to ensure that the joints of the traffic areas have an exact string accuracy and meet high aesthetic requirements, the joints transitions are very flat.
  • the concrete slab dimensions can be done individually, taking into account the desired markings of the parking spaces.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)
  • Bridges Or Land Bridges (AREA)

Claims (11)

  1. Kit servant à produire des joints de surfaces de circulation praticables en dalles de béton (1, 2, 3), qui peuvent être fabriquées sur site, comprenant des châssis d'obturation (6, 7, 36) en vue de l'encadrement de dalles de béton (1, 2, 3) voisines, qui présentent respectivement une branche centrale (8, 41) se destinant au recouvrement des côtés frontaux verticaux des dalles de béton (1, 2, 3), orientée sensiblement de manière verticale, laquelle se prolonge, en haut, en une branche d'obturation (9, 42, 43) supérieure coudée de manière horizontale et, en bas, en une branche d'appui (10, 44, 45) inférieure de la même manière coudée de manière horizontale, dans lequel les châssis d'obturation (6, 7, 36) sont pourvus, dans la zone (11) supérieure de la branche centrale (8, 41), dans l'état monté, à proximité de la surface (22) praticable de la dalle de béton (1, 2, 3), de respectivement une rainure à griffes (12) latérale s'étendant de manière horizontale, dans lequel les côtés ouverts des rainures à griffes (12) de dalles de béton (1, 2, 3) voisines font face, dans l'état monté, à une chambre de joint (19) prévue entre les dalles de béton (1, 2, 3) à la distance de la largeur d'un joint, comprenant par ailleurs un profilé d'étanchéité de joint de dilatation (21, 37) se présentant sous la forme d'un profilé de chambre creuse, caractérisé par deux lèvres d'ancrage (24) faisant saillie latéralement dans le profilé, caractérisé en ce que le profilé d'étanchéité de joint de dilatation (21, 37) est configuré, en coupe, de manière à présenter une forme de flèche pourvue d'une pointe (25) de sorte que l'action d'enfoncer la pointe (25) depuis le haut dans la chambre de joint (19) provoque, entre deux châssis d'obturation (6, 7, 36), dans l'état monté, une compression des lèvres d'ancrage (24) de sorte que ces dernières s'engagent latéralement dans les rainures à griffes (19) desdits châssis d'obturation de sorte que la chambre de joint (19) est recouverte par le profilé d'étanchéité de joint de dilatation (21, 37), dans l'état monté, au même niveau que la surface (22) praticable de la branche d'obturation (9, 42, 43) supérieure des dalles de béton (1, 2, 3).
  2. Kit selon la revendication 1, caractérisé en ce que les rainures à griffes (12) présentent dans le profilé une branche (13) supérieure orientée essentiellement de manière horizontale, une branche (14) oblique s'étendant de manière oblique vers le bas et une branche (15) perpendiculaire.
  3. Kit selon l'une quelconque des revendications précédentes, caractérisé en ce que la zone de bordure (16) dégagée de la branche d'obturation (9, 42, 43) supérieure des châssis d'obturation (6, 7, 36) est coudée vers le bas, et en ce que des trous d'aération (26) sont pratiqués dans la branche d'obturation (9, 42, 43) supérieure.
  4. Kit selon l'une quelconque des revendications précédentes, caractérisé en ce que les zones de bordure (17) dégagées de la branche d'obturation (10, 44, 45) inférieure des châssis d'obturation (6, 7, 36) sont coudées vers le haut, et en ce qu'un film d'arrêt du béton (18) est appliqué au niveau du côté inférieur de la branche d'appui (10, 44, 45) inférieure.
  5. Kit selon l'une quelconque des revendications précédentes, caractérisé en ce que sont disposées au niveau des angles (35) des dalles de béton (1, 2, 3) rectangulaires ou carrées, des pièces d'angle de châssis (36), qui sont formées à partir de châssis d'obturation par des coupes d'onglet et par des encoches.
  6. Kit selon la revendication 5, caractérisé en ce que les zones de croisement des chambres de joint (19), dans lesquelles quatre pièces d'angle de châssis (36) se rencontrent, sont pourvues de parties moulées centrales (37) cruciformes, dont la forme et la fonction correspondent à celles des profilés d'étanchéité de joint de dilatation (21).
  7. Kit selon la revendication 6, caractérisé en ce que les quatre extrémités (39) des parties moulées centrales (37) sont collées aux profilés d'étanchéité de joint de dilatation (21) adjacents.
  8. Kit selon l'une quelconque des revendications précédentes, caractérisé en ce que les parties moulées centrales (37) sont pourvues au niveau de leurs extrémités (39) de tourillons (34), qui servent à relier les parties moulées centrales (37) aux profilés d'étanchéité de joint de dilatation (21) adjacents.
  9. Kit selon l'une quelconque des revendications précédentes, caractérisées par un composant de châssis comprenant des châssis d'obturation (6, 7), dans lequel deux châssis d'obturation (6, 7) sont reliés l'un à l'autre dans un premier temps au moyen de vis en plastique faisant office de système d'assistance de fabrication si bien que leur branche centrale (8) et les rainures à griffes (12) se font face, dans lequel des écarteurs (28) insérés garantissent, dans l'état monté, l'exactitude de la distance de la chambre de joint (46).
  10. Kit selon l'une quelconque des revendications 5 à 8, caractérisé par un composant de croisement central comprenant des pièces d'angle de châssis (36), dans lequel des pièces d'angle de châssis (36) sont reliées les unes aux autres si bien que leur branche centrale (41) et les rainures à griffes (12) se font face, dans lequel des écarteurs (28) insérés garantissent, dans l'état monté, la distance des chambres de joint (46).
  11. Kit selon la revendication 1 comprenant une partie moulée centrale selon la revendication 6 ou 8 pour un composant de croisement de châssis selon la revendication 10, caractérisé en ce que la partie moulée centrale (37) est réalisée de manière cruciforme avec quatre branches (38) de même longueur, dans lequel les branches (38) garantissent, dans l'état monté, une liaison à force avec les profilés d'étanchéité de joint de dilatation (21) adjacents.
EP14177431.5A 2013-07-22 2014-07-17 Joint de dilatation et de contraction pour des surfaces de voies de circulation en béton Active EP2829657B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE201320103285 DE202013103285U1 (de) 2013-07-22 2013-07-22 Dilatations- und Kontraktionsfugen bei Verkehrsflächen aus Beton
DE102013107817.6A DE102013107817A1 (de) 2013-07-22 2013-07-22 Dilatations- und Kontraktionsfugen bei Verkehrsflächen aus Beton

Publications (2)

Publication Number Publication Date
EP2829657A1 EP2829657A1 (fr) 2015-01-28
EP2829657B1 true EP2829657B1 (fr) 2016-06-29

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EP14177431.5A Active EP2829657B1 (fr) 2013-07-22 2014-07-17 Joint de dilatation et de contraction pour des surfaces de voies de circulation en béton

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EP (1) EP2829657B1 (fr)
PL (1) PL2829657T3 (fr)
WO (1) WO2015011017A1 (fr)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US11136731B2 (en) * 2019-11-14 2021-10-05 David R. Poole Integrated form for embedding a waterstop in a keyed concrete joint

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3396640A (en) * 1966-04-25 1968-08-13 Grace W R & Co Joint sealing devices
US3606826A (en) * 1969-07-01 1971-09-21 Acme Highway Prod Expansion joint
DE2549041A1 (de) * 1975-11-03 1977-05-05 Schulte Stemmerk Kg Abdichtung fuer dehnungsfugen
FR2724953A1 (fr) * 1994-09-26 1996-03-29 Btps Services Sa Joint routier perfectionne pour ouvrage d'art
DE102004019745A1 (de) * 2003-11-11 2005-06-16 Reinartz Asphalt Gmbh Abdichtung für Bauwerksfuge
DE202006015909U1 (de) * 2006-10-13 2007-01-04 Max De Bour Kg System zur Herstellung eines Belags für begeh- und/oder befahrbare Dachflächen, Erdreichabdeckungen o.dgl.
DE102012102800B4 (de) 2012-03-30 2021-06-17 streetcon Hanseatische Parkdach GmbH Fugenprofil und Anordnung aus mehreren Fugenprofilen für Fugen in einem Betonbelag

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PL2829657T3 (pl) 2017-02-28
EP2829657A1 (fr) 2015-01-28
WO2015011017A1 (fr) 2015-01-29

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